DOCSLIB.ORG

Emergency Procedures Manual

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text
Emergency Procedures Manual EMERGENCY PROCEDURES MANUAL Centre Square 1500 MARKET STREET, PHILADELPHIA Rev 12/1/15 CENTRE SQUARE 1500 MARKET STREET, PHILADELPHIA EMERGENCY PROCEDURES MANUAL TABLE OF CONTENTS EMERGENCY TELEPHONE NUMBERS .......................................................... EP-1 INTRODUCTION - EMERGENCY PROCEDURES ........................................... EP-2 SHOULD YOU DISCOVER A FIRE ................................................................... EP-3 EVACUATION PROCEDURES ......................................................................... EP-4 Building Evacuation Overview ................................................................. EP-4 Actions to Take In A Fire Emergency ..................................................... EP-5 The Dangers of the Fire Attack Stair ....................................................... EP-7 Actions to Take In Case of A Bomb Threat .............................................. EP-8 Actions to take In Case of An Active Shooter .......................................... EP-11 Physically Disabled Employees - Fire Alarms .......................................... EP-13 Physically Disabled Employees - Bomb Threats ..................................... EP-14 EVACUATION (FIRE) DRILLS .......................................................................... EP-15 BUILDING LIFE SAFETY EQUIPMENT AND SYSTEMS ................................. EP-16 Alarm System Description ...................................................................... EP-16 Elevators ................................................................................................. EP-18 Fire Tower Stairs .................................................................................... EP-18 Communication Systems ........................................................................ EP-19 Smoke Detectors .................................................................................... EP-19 Sprinkler System .................................................................................... EP-19 Fire Alarm Pull Stations .......................................................................... EP-20 Emergency Lighting ................................................................................ EP-20 ELEVATOR INTERRUPTION ............................................................................ EP-21 LOSS OF ELECTRICAL POWER ..................................................................... EP-21 CIVIL DISTURBANCES ..................................................................................... EP-22 ACCIDENT OR ILLNESS .................................................................................. EP-22 TABLE OF CONTENTS (Cont'd.) WEATHER EMERGENCIES .............................................................................. EP-23 EARTHQUAKES ............................................................................................... EP-24 BOMB THREATS .............................................................................................. EP-26 Receiving A Bomb Threat ....................................................................... EP-26 General Procedures................................................................................ EP-27 SHELTER-IN-PLACE PLAN .............................................................................. EP-28 IDENTIFYING AND HANDLING SUSPICIOUS LETTERS/PACKAGES .......... EP-37 EXHIBITS - FORMS * Exhibit I - Company’s Safety Wardens, Assistants, Alternates ................ EP-39 Exhibit II - Fire / Safety Warden Responsibilities ..................................... EP-40 Exhibit III - List of Physically Disabled ..................................................... EP-41 * Exhibit IV - Bomb Threat Check List ........................................................ EP-42 Exhibit V – Recommended Shelter-in-Place Procedures for Tenants ..... EP-43 Exhibit VI - Letter and Package Bomb Indicators .................................... EP-44 Exhibit VII - Evacuation Map .................................................................... EP-45 Exhibit VIII - Active Shooter Pocket Reference Card…………………..EP-46 EMERGENCY TELEPHONE NUMBERS BUILDING MANAGEMENT OFFICE……………………………..215-665-9797 (24-hour emergency line) FIRE DEPARTMENT ............................................................................ 911 POLICE DEPARTMENT ...................................................................... 911 FIRE RESCUE SQUAD ......................................................................... 911 POISON EMERGENCY…… ........................................................... …..215-686-4420 SUICIDE PREVENTION .................................................................. …..215-686-4420 FBI……………………………………… ........................................... …..215-418-4000 United States Secret Service…………………………………………….215-597-0600 Environmental Protection Agency……………………………………. 215-814-9016 Department of Homeland Security…………………………………… 202-282-8000 Utilities Water Department……………………………………………………….215-685-6300 Philadelphia Electric Company…………………………………………215-841-4141 Philadelphia Gas Works…………………………………………………215-235-1212 Veolia Energy Corporation (steam)…………………………………… 215-875-6900 Hospitals (Center City) Hahnemann (Broad & Race Streets)………………………….. 215-762-7000 Jefferson (11th & Walnut Streets)…………………………...215-955-6000 Pennsylvania (8th& Spruce Streets)…………….………………. 215-829-3000 Wills Eye (9th & Walnut Streets)…………………………….215-928-3000 EP-1 INTRODUCTION Emergencies, unfortunately, are becoming a common occurrence in our everyday lives. To protect ourselves, it is important that we take the time, beforehand, to become familiar with and understand the emergency procedures for the building. It is our commitment to provide a safe environment for all building occupants, visitors and customers. It is our policy to comply with applicable codes and laws and take other reasonable steps that circumstances may dictate. Safety, as in any high-rise building, depends on everyone becoming involved with these procedures. A safe evacuation can become second nature if we are aware of our surroundings, participate in drills and accept suggestions for improvement. It is our intent that this manual will serve as your guide to safe emergency procedures. It is our hope that the procedures outlined in this manual will provide easily understood guidelines for a course of action to be taken in the event of an emergency situation. We appreciate your cooperation and anticipate working with you as a team to create a safe and secure environment for everyone. Centre Square Management EP-2 SHOULD YOU DISCOVER A FIRE If you should ever discover FIRE OR SMOKE, do the following: SOUND THE ALARM There is a fire alarm pull station located in each of the corridors alongside the entrance to the fire tower stairway. When the handle is pulled down firmly, to the handle's full length of travel, it will activate the building's fire alarm. Then call “911” and the building management office at 215-665-9797. WHEN YOU HEAR THE FIRE ALARM Please do not call the lobby console, or the building management office for instructions. Prepare to evacuate your area and listen to any announcements via the building's public address system. FOLLOW THE INSTRUCTIONS OF THE SAFETY WARDENS Each safety warden and alternate has received instructions on the building's emergency procedures and is qualified to assist you. LISTEN CAREFULLY Listen to the instructions of your safety wardens and the announcements from the building fire command center. Please remember that the safety wardens are there to help you through a potentially serious situation. EP-3 BUILDING EVACUATION OVERVIEW Building Evacuation It is important to understand that a building evacuation is an extremely rare occurrence and there are many types of emergencies where it is safer for building occupants to “Shelter in Place” rather than evacuate the building. Evacuating building occupants can expose individuals to a greater risk and it is not a decision to be made lightly. Police and Fire Department Personnel responding to a building emergency will typically decide whether or not to evacuate the building. Should local Police or Fire Department personnel determine that it is necessary to evacuate, the building’s Safety Wardens will play an integral role in the evacuation process. Police Department Personnel will seek out the building’s Safety Wardens, and provide them with evacuation instructions. To facilitate this communication, safety wardens should be provided with orange safety vests or orange arm bands marked “Safety Warden”. Once it is determined that a building evacuation is required, police or fire officials will direct building occupants to proceed to the designated rallying location and await further instructions. The City of Philadelphia Managing Director’s Office of Emergency Management has assigned Logan Square as the rallying point for Centre Square East and West building occupants (see appendix for evacuation map). It is important to note that the rallying locations for all center city high rises were coordinated to ensure that there was an adequate area for the building population as well as ensuring that there was no overlap of locations between the various buildings. In addition to rallying locations for center city high rise buildings, the City of Philadelphia’s Office of Emergency Management also has planned evacuation routes for pedestrians, mass transit, private vehicles, and emergency vehicles. Additional information, as well as
Load more

Recommended publications
  • Inertial Oscillation of a Vertical Rotating Draft with Application to a Sup''ercell Storm
    https://ntrs.nasa.gov/search.jsp?R=19920024238 2020-03-17T11:18:28+00:00Z 52151/ //V1/7 NASA Technical Paper 3230 September 1992 Inertial Oscillation of a Vertical Rotating Draft With Application to a Sup''ercell Storm 1] Robert C. Costen and Larry V. Stock N92-33482 (ASA_TP3230) INERTIAL SCILIATI0N OF A VERTICAL ROTATING TO A 'AFT WITH APPLICATION uncl as WPFRCEIL STORM (NASA) 46 p -nI L I r,1? NASA NASA Technical Paper 3230 1992 Inertial Oscillation of a Vertical Rotating Draft With Application to a Supercell Storm Robert C. Costen Langley Research Center Hampton, Virginia Larry V. Stock Hampton University Hampton, Virginia NASA National Aeronautics and Space Administration Office of Management Scientific and Technical Information Program II1f4AL COLOR ILLUS Contents 1. Introduction ................................ 1 2. Model Description ............................. 2 2.1. Coordinate Frame ............................ 2 2.2. Storm Idealizations ........................... 2 3. Inner Solution ............................... 4 3.1. Velocity Field ............................. 4 3.2. Momentum Equation .......................... 4 3.3. Second-Order Partial Derivatives ..................... 5 3.4. Nonlinear Harmonic Equations ...................... 6 3.5. Pressure Field ............................. 6 3.6. Thermodynamic Energy Equation ..................... 7 4. Numerical Integration and Supercell Solution ................. 8 4.1. Inertial Oscillation of and D ...................... 8 4.2. Buoyancy ............................... 9 4.3. Core Radius a and Angular Displacement 0 ................ 9 4.4. Diabatic Heating and Moisture Influx .................. 10 4.5. Constant of the Motion and Froude Number ............... 10 4.6. Horizontal Vorticity Components and i ................ 11 4.7. Translation , jj and Track x, Yc ................... 11 5. Physics of Inertial Oscillation ....................... 13 5.1. Inertial Flow ............................. 13 5.2. Contraction and Cyclonic Spin-Up ...................
    [Show full text]
  • Formation of Electric Charges in Melting Layer
    FORMATION OF ELECTRIC CHARGES IN MELTING LAYER A.V. Kochin Central Aerological Observatory, Dolgoprudny, Moscow Region, 141700 RUSSIA 1. INTRODUCTION cover, which could be electrically charged. In response, the initially neutral droplet acquires an The mechanisms for generation of electric equal charge of the opposite sign. Similarly, the charges in clouds have been intensively studied air current overflowing a melting graupel pellet, in many countries for a long time, which is an blows off small charged droplets thus charging indication of both scientific and applied the graupel pellet with a charge of the opposite importance of the subject. The majority of sign. A large number of electrification theoretical models describe processes in mechanisms have been examined (Mason, cumulonimbus clouds. Models dealing with 1971; Muchnik, 1974). nimbostratus clouds are few and more of a However, no significant electric fields are qualitative nature. They do not offer any reliable induced because the carriers of charges of quantitative estimates of the observed effects. different signs are close to each other and However, the electric charges are being mutually compensate for the induced electric generated not only in Cb but also in Ns. fields. Moreover, about 80% of the electric discharges After the microscale partitioning is completed, to the aircraft occur in Ns clouds (Brylev et al., the charges of different signs should gather in 1989). This is not an indication of a large electric relatively small and spatially separated areas, activity of Ns clouds but, rather is a result of the with the concentration of charges of a given sign fact that any flying in vicinity of the exceeding that of the opposite sign (i.e., a cumulonimbus clouds is prohibited because of macroscale charge partitioning).
    [Show full text]
  • Updraft and Downdraft Statistics of Simulated Tropical and Midlatitude Cumulus Convection
    Ninth ARM Science Team Meeting Proceedings, San Antonio, Texas, March 22-26, 1999 Updraft and Downdraft Statistics of Simulated Tropical and Midlatitude Cumulus Convection K.-M. Xu and D. A. Randall Department of Atmospheric Science Colorado State University Fort Collins, Colorado Introduction The statistics of updrafts and downdrafts were substantially different between tropical/subtropical and midlatitude continental cumulus convection (LeMone and Zipser 1980; Lucas et al. 1994). The Thunderstorm Project (Byers and Braham 1949) provided the only statistics for midlatitude continental convection. Recent aircraft observations over tropical oceans also suggested that the averaged thermal buoyancy of downdrafts was positive and similar to that of updrafts (Jorgensen and LeMone 1989; Lucas et al. 1994; Wei et al. 1998; Igau et al. 1999). Updrafts with negative buoyancies were also frequently observed. These observations revealed that “decelerating” drafts commonly occur within convective systems. There have been only a few observational studies of the draft statistics of tropical and midlatitude cumulus convection. All aircraft observations were restricted to the lower and middle troposphere (Table 1). The lack of the complete draft statistics has diminished the values of these studies for improving cumulus parameterizations. The objectives of this study are twofold: 1) to provide a complete set of the draft statistics for any height, and 2) to compare the similarities and to contrast the differences in the draft statistics between tropical and midlatitude cumulus convection. It is our hope that this study will motivate future field experimenters to examine many different aspects of the draft statistics in both midlatitudes and tropical oceans and provide some guidance for further improving cumulus parameterizations in large-scale numerical models.
    [Show full text]
  • Convective Cores in Continental and Oceanic Thunderstorms: Strength, Width, And
    Convective Cores in Continental and Oceanic Thunderstorms: Strength, Width, and Dynamics THESIS Presented in Partial Fulfillment of the Requirements for the Degree Master of Science in the Graduate School of The Ohio State University By Alexander Michael McCarthy, B.S. Graduate Program in Atmospheric Sciences The Ohio State University 2017 Master's Examination Committee: Jialin Lin, Advisor Jay Hobgood Bryan Mark Copyrighted by Alexander Michael McCarthy 2017 Abstract While aircraft penetration data of oceanic thunderstorms has been collected in several field campaigns between the 1970’s and 1990’s, the continental data they were compared to all stem from penetrations collected from the Thunderstorm Project in 1947. An analysis of an updated dataset where modern instruments allowed for more accurate measurements was used to make comparisons to prior oceanic field campaigns that used similar instrumentation and methodology. Comparisons of diameter and vertical velocity were found to be similar to previous findings. Cloud liquid water content magnitudes were found to be significantly greater over the oceans than over the continents, though the vertical profile of oceanic liquid water content showed a much more marked decrease with height above 4000 m than the continental profile, lending evidence that entrainment has a greater impact on oceanic convection than continental convection. The difference in buoyancy between vigorous continental and oceanic convection was investigated using a reversible CAPE calculation. It was found that for the strongest thunderstorms over the continents and oceans, oceanic CAPE values tended to be significantly higher than their continental counterparts. Alternatively, an irreversible CAPE calculation was used to investigate the role of entrainment in reducing buoyancy for continental and oceanic convection where it was found that entrainment played a greater role in diluting oceanic buoyancy than continental buoyancy.
    [Show full text]
  • Sample Ordinance for Adoption of the International Fuel Gas Code Ordinance No
    2009 North Carolina Fuel Gas Code First Printing: January 2009 ISBN-978-58001-755-8 COPYRIGHT © 2009 by INTERNATIONAL CODE COUNCIL, INC. ALL RIGHTS RESERVED. This 2009 North Carolina Fuel Gas Code contains substantial copyrighted material from the 2006 International Fuel Gas Code, Fifth printing, which is copyrighted work owned by the International Code Council, Inc. Without advance written permission from the copyright owner, no part of this book may be reproduced, distributed or transmitted in any form orby any means, including, without limitation, electronic, optical or mechanical means (by way ofexample and not limitation, photocopying or recording by or in an information storage retrieval system). For information on permission to copy material exceeding fair use, please contact: Publications, 4051 West Flossmoor Road, Country Club Hills, IL 60478. Phone 1-888-ICC­ SAFE (422-7233). Trademarks: "International Code Council," the "International Code Council" logo and the "International Fuel Gas Code" are trade­ marks of the International Code Council, Inc. Material designated IFGS by AMERICAN GAS ASSOCIATION 400 N. Capitol Street, N.W.• Washington, DC 20001 (202) 824-7000 Copyright © American Gas Association, 2006. All rights reserved. PRINTED IN THE U.S.A. NORTH CAROLINA STATE BUILDING CODE COUNCIL SEPTEMBER 8,2008 CHAIR VICE CHAIRMAN Al Bass, Jr., PE - 09 Dan Tingen -11 John Hitch, AlA - 10 (Mechanical Engineer) (Home Builder) (Architect) Bass, Nixon and Kennedy Tingen Construction Co. The Smith Sinnett Assoc. 6425 Chapman Court 8411 Garvey Drive, #101 4601 Lake Boone Trail Raleigh, NC 27612 Raleigh, NC 27616 Raleigh, NC 27607 919-782-4689 919-875-2161 919-781-8582 Cindy Browning, PE - 11 Ed Moore, Sr.
    [Show full text]
  • Total Lightning Activity As an Indicator of Updraft Characteristics Wiebke Deierling1 and Walter A
    JOURNAL OF GEOPHYSICAL RESEARCH, VOL. 113, D16210, doi:10.1029/2007JD009598, 2008 Total lightning activity as an indicator of updraft characteristics Wiebke Deierling1 and Walter A. Petersen2 Received 13 November 2007; revised 14 April 2008; accepted 28 April 2008; published 28 August 2008. [1] This study investigates the relationship of total lightning activity and updraft characteristics, such as updraft volume and maximum updraft speed, for a number of storms of different types occurring in the High Plains and in Northern Alabama. Ground-based Doppler and dual polarimetric radar observations were used to compute updraft characteristics. Also, ground-based total lightning data were available at both locations. Results show that time series of updraft volume in the charging zone (at temperatures colder than À5°C) with vertical velocities greater than either 5 or 10 m sÀ1 have clear relationships with total lightning activity (r = 0.93). Furthermore, these relationships between updraft volume and lightning activity for the storm types of the two climate regimes tend to converge when considering only the subfreezing layers of the clouds. Neither the maximum nor the mean updraft speed correlate as well with total lightning activity (r = <0.8) as updraft volume. Through expanded study designed to explore further regime variability (or lack thereof) of updraft volume-lightning flash rate relationships, better or refined parameterizations for the numerical forecasting of lightning and/or detection and prediction of storm intensity could be realized. Citation: Deierling, W., and W. A. Petersen (2008), Total lightning activity as an indicator of updraft characteristics, J. Geophys. Res., 113, D16210, doi:10.1029/2007JD009598.
    [Show full text]
  • Thesis-1952-T164r.Pdf (12.91Mb)
    i Rl\I)IOMETEOROLOGICAL ANALYSIS OF TORNADOES BY RADAR PRECIPITATION ECHOES By Charles Chen-hsi ,,Tang Bachelor of Science University of Shanghai Shanghai, China Submitted to the Faculty of the Graduate School of the Oklahoma Agricultural and l~echanical College in Partial Fullfillment of the Requirements for the Degree of ¥lASTER OF SCIENCE Hay, 1952 mtu::iowrn :AGRICIIUURAL & MECH~MICAL comG~ LlBRAR Y ii ~'.;·,,.,, ~L 31 Hl5l RADIOMETEOROLOGICAL ANALYSIS OF 'l'ORN.AEIOES BY R4DAR PRECIPITATIOlf JI;CHO:LS Thesis Approved: ()_;(~ Faculty Representative iii PREFACZ Research on tornado indentification ~nd trQckinc by radar at the Oklahoma Institute of Technology is in the bec;inninc process of ievelopment, because the radar set has been in op­ eration only since last October. Conclusions can not yet be drawn, because observational data obtained thus far are not complete enou:h to yield a statistical result. Since the problem as a whole is El. radiometeorologica.l one, the investicators of the problem must have a throuch under­ standinc of both fundamental meteorology and tho field of radar wave propagation in radio encineerinG. :ath this in mind, the author has tried to present the most important ~Jasic informa­ tion and discussion in both phases, so that those who continue the work may h'.1ve a proper cuide in comprehendin[ tha problem. Suggestions have been made to improve the present sferic tornado detection system and radar tornado detection system. The author wishes to express bis cratitude to the research director, Dr. Herbert L. Jones, for his guidance and help in preparing this thesis. Conntant encouracement from Professor A.
    [Show full text]
  • Shipborne Dual-Doppler Operations During TOGA COARE: Integrated Observations of Storm Kinematics and Electrification Walter A
    Shipborne Dual-Doppler Operations during TOGA COARE: Integrated Observations of Storm Kinematics and Electrification Walter A. Petersen,* Robert C. Cifelli,+,# Steven A. Rutledge,* Brad S. Ferrier,+,@ and Bradley F. Smull& ABSTRACT Shipborne Doppler radar operations were conducted over the western Pacific warm pool during TOGA COARE using the Massachusetts Institute of Technology and NOAA TOGA C-band Doppler radars. Occasionally the ships car- rying these radars were brought to within 50 km of each other to conduct coordinated dual-Doppler scanning. The dual- Doppler operations were considered a test of the logistical and engineering constraints associated with establishing a seagoing dual-Doppler configuration. A very successful dual-Doppler data collection period took place on 9 February 1993 when an oceanic squall line developed, intensified, and propagated through the shipborne dual-Doppler lobes. Later on the same day, NOAA P-3 aircraft sampled a more intense squall line located approximately 400 km to the south- east of the shipborne operations. This study provides an overview of the shipborne dual-Doppler operations, followed by a comparison of the kinematic and precipitation structures of the convective systems sampled by the ships and air- craft. Special emphasis is placed on interpretation of the results relative to the electrical characteristics of each system. Soundings taken in the vicinity of the ship and aircraft cases exhibited similar thermodynamic instability and shear. Yet Doppler radar analyses suggest that the aircraft case exhibited a larger degree of low-level forcing, stronger up- drafts, more precipitation mass in the mixed-phase region of the clouds, and a relatively higher degree of electrification as evidenced by lightning observations.
    [Show full text]
  • Pulsing Inertial Oscillation, Supercell Storms, and Surface Mesonetwork Data
    Pulsing inertial oscillation, supercell storms, and surface mesonetwork data R. C. COSTEN1 and L. J. MILLER2 1NASA Langley Research Center, Hampton, Virginia 23681-2199 USA 2National Center for Atmospheric Research,* Boulder, Colorado 80307-3000 USA Abstract. The pulsing inertial oscillation (PIO) model is a nonlinear, time-dependent, translating vortex solution of the inviscid, compressible fluid dynamic equations in the middle troposphere. The translation of this vortex during a pulse is strikingly similar to that of a supercell storm -- a rotating thunderstorm that can generate tornadoes and hail. Two studies were performed to test the hypothesis that some supercell storms are manifestations of a PIO pulse. The first study applied the model to an intense interior draft whose buoyancy was bounded by a temperature excess of ±12 K . The peak updraft speed achieved was 41.5 m s-1 and the peak Rossby number was 92.9. The study also pointed to an advanced concept for attaining higher values. The second study applied the PIO model to a supercell storm as a whole and succeeded in replicating its bulk properties, such as mesocyclonic circulation, net mass and moisture influxes, and time track. This study also identified a critical feature of the PIO model that could be tested against storm data: The average vertical draft is downward before the turn in the storm track and upward afterwards. In the conventional theory, the average vertical draft is upward from storm inception until dissipation. These differing draft predictions were compared with the best available data, which are surface mesonetwork data. These data were found to support the PIO model.
    [Show full text]
  • Where Do Vertical Shear Winds Form
    Where Do Vertical Shear Winds Form Intestinal Jacob encoring otherwhere. Arvie remains fitter: she decentralized her coke mercerized too venally? Didactic and gynaecoid Godart paganised: which Ambrosius is cack-handed enough? During the international civil aviation organization resulting shear as the manufacture of ambient winds form where do occluded and of erosion in During severe weather coverage, you is hear the soft wind shear. After decade, the required system and interfaces existing infrastructure. We also term eddy winds as gusty and erratic. It is formed when i warm air mass, lying between two shock air masses, is lifted up today the redundant air mass behind it. They can help there get to your wedding more quickly. Weather is influenced by latitude, altitude, and thrust and regional geography. TCcore areas, that caused the negative correlation between VWS and TC intensity. TCs form in closed circulations that contain sustained convection. Wind shear can make one break your single tropical storm. In fact, shear is normally a graph only might those fronts with medium wind gradients. When unit of having wind shear condition, increase airspeed when a positive climb is confirmed, retract the landing gear, flaps and slats, then rear a normal climb profile. The tag of Land under Sea Based Wind Data in having Simple Circulation Model. The Investigation noted the absence of a windshear detection system claim any hustle on the prevalence of windshear at the airport as garbage as the me of ATC to weld in English reports of conditions from departing aircraft received in Spanish. La Paz, Baja California, Mexico.
    [Show full text]
  • Including Contributions from Canadian Laboratories)
    SAMPLE FOR BINDING RETURN TO MRS. B. L. ARNOLD, PUBLICATIONS SECTION, 500 SOUTH NATIONAL BUREAU OP STANDARDS, WASHINGTON 2g, D . c. I I I I I I Hydraulic Research in the United States 1957 United States Department of Commerce National Bureau of Standards Miscellaneous Publication 221 THE NATIONAL BUREAU OF STANDARDS Functions and Activities The functions of the National Bureau of Standards are set forth in the Act of Congress, March 3, 1901, as amended by Congress in Public Law 619, 1950. These include the development and maintenance of the national standards of measurement and the provision of means and methods for making measurements consistent with these standards; the determination of physical constants and properties of materials; the development of methods and instruments for testing materials, devices, and structures; advisory services to Government Agencies on scientific and technical problems; invention and development of devices to serve special needs of the Government; and the development of standard practices, codes, and specifications. The work includes basic and applied research, development, engineering, instrumentation, testing, evaluation, calibration services, and various consultation and information services. A major portion of the Bureau's work is performed for other Government Agencies, particularly the Department of Defense and the Atomic Energy Commission. The scope of activities is suggested by the listing of divisions and sections on the inside of the back cover. Publications The results of the Bureau's work take the form of either actual equipment and devices or published papers. These papers appear either in the Bureau's own series of publications or in the journals of professional and scientific societies.
    [Show full text]
  • OAK RIDGE NATIONAL LABORATORY OPERATED BV UNION CARBIDE CORPORATION • for the DEPARTMENT of ENERGY ORNL/TM-6248 Dist
    ORNL/TM—6248 u 3 VilWm • Meteorological Effects of Thermal Energy Releases (METER) Program Annual Progress Report October 1976 to September 1977 - -r e y V / .S, OAK RIDGE NATIONAL LABORATORY OPERATED BV UNION CARBIDE CORPORATION • FOR THE DEPARTMENT OF ENERGY ORNL/TM-6248 Dist. Category UC-12 Contract No. W-7405-eng-26 METEOROLOGICAL EFFECTS OF THERMAL ENERGY RELEASES (METER) PROGRAM ANNUAL PROGRESS REPORT October 1976 to September 1977 Contributions by: Argonne National Laboratory Atmospheric Turbulence and Diffusion Laboratory (NOAA) Battelle Pacific Northwest Laboratories Oak Ridge National Laboratory Pennsylvania State University Rand Corporation, Compiled by: A. A. Patrinos H. W. Hoffman Date Published: August 1978 NOTICE: This document contains information of a preliminary nature. It is subject to revision or correction and therefore does not represent a final report. Prepared by the NOTICE Th» report WII prepared ai ,„ account of work OAK RIDGE NATIONAL LABORATORY iponxired by rh« United Sutn G-^.rm-trt Nerrher the Unilld Sum nor the United Slate! Department or Energy. not any or their employees, not any or their Oak Ridge, Tennessee 37830 contractors, juhcomrjctori, or thin employeei, maker any warranty, exptets or implied, or auutnei arty legal operated by liability or rnponUbiltty for the accuracy, completeneu or uiefulaeu of any information, apparatus, product or UNION CARBIDE CORPORATION procca diKkned. or rcprncnts Uiii tu UK would not infringe pnvatcty owned nghu. for the DEPARTMENT OF ENERGY iii CONTENTS Page BACKGROUND 1 FIELD STUDIES 1. PRECIPITATION STUDIES AROUND PLANT BOWEN 9 1.1 INTRODUCTION 9 1.2 THE CLIMATOLOGICAL STUDY 11 1.2.1 Data Quality Evaluations 13 1.2.2 Data Stratification and Presentation 17 1.3 THE FIELD STUDY 33 1.4 SUMMARY 34 1.5 ACKNOWLEDGMENTS 35 REFERENCES 35 APPENDIX A 36 APPENDIX B 40 2.
    [Show full text]